I contact with a GC to simply oversee a 20,000 ft metal building in Florida
I negotiated all contracts with subs.
However, he wanted to do the foundation because that he said it was his specialty.
He matched the price of the lowest bid, but they were all close anyway.
After three weeks letting the slab cure the metal building erector started arranging the steel beams and purlins etc.
The slab was designed by a structural engineer with 4,000 psi and fiberglass 5" thick
I paid directly for the concrete and paid him for labor.
one of lulls (type of fork lift) moving across the slab went right thru it with on of its wheals.
I called the GC acting as a sub, said we drove on the slab too soon before it fully cured in 28 days
I said that has nothing to with the failure, the slab was 1"-2" thick in that area.
He said he'll cut it our and re pour the the area
I said I don't I know if there aren't other areas like this?
If someone installed a 18' pallet rack and one of the legs was sitting a thin spot it could at least injure or perhaps kill someone.
I called my engineer he said the entire floor should be scanned the GPR ground penetrating radar
It took the better part of day to do the scan which identified multiple areas totaling about 1500 sq ft that was less that 5"
To make matters worse a lot of the floor was 7"-9", so it was over poured cost me we figured about 80 extra yards at $160 each $12,000
.
I texted him and called to come down to discuss the repairs.
He failed to reply now 4 days have gone by.
I decided to move ahead and contract a concrete slab cutting contractor to remove the bad areas which will cost about $8,000
the re pure with dowel pins approx $5000.
Your thoughts and opinions please
I negotiated all contracts with subs.
However, he wanted to do the foundation because that he said it was his specialty.
He matched the price of the lowest bid, but they were all close anyway.
After three weeks letting the slab cure the metal building erector started arranging the steel beams and purlins etc.
The slab was designed by a structural engineer with 4,000 psi and fiberglass 5" thick
I paid directly for the concrete and paid him for labor.
one of lulls (type of fork lift) moving across the slab went right thru it with on of its wheals.
I called the GC acting as a sub, said we drove on the slab too soon before it fully cured in 28 days
I said that has nothing to with the failure, the slab was 1"-2" thick in that area.
He said he'll cut it our and re pour the the area
I said I don't I know if there aren't other areas like this?
If someone installed a 18' pallet rack and one of the legs was sitting a thin spot it could at least injure or perhaps kill someone.
I called my engineer he said the entire floor should be scanned the GPR ground penetrating radar
It took the better part of day to do the scan which identified multiple areas totaling about 1500 sq ft that was less that 5"
To make matters worse a lot of the floor was 7"-9", so it was over poured cost me we figured about 80 extra yards at $160 each $12,000
.
I texted him and called to come down to discuss the repairs.
He failed to reply now 4 days have gone by.
I decided to move ahead and contract a concrete slab cutting contractor to remove the bad areas which will cost about $8,000
the re pure with dowel pins approx $5000.
Your thoughts and opinions please